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| | | BLOCKS: LOADING FORMULAS | | |
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| | | Link between the load on the block and the deflection angle: The load on the block depends on the deflection angle and the load on the line. The deflection angle is the angle by which the block turns the sheet. | | |
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| | | For a 45° angle: The load factor will be 75%. A load of 100 Kg on the line will represent a load of 75 Kg on the block. | | |
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| | | For a 90° angle: The load factor will be 140%. A load of 100 Kg on the line will represent a load of 140 Kg on the block. | | |
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| | | For a 120° angle: The load factor will be 180%. A load of 100 Kg on the line will represent a load of 180 Kg on the block. | | |
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| | | For a 180° angle: The load factor will be 200%. A load of 100 Kg on the line will represent a load of 200 Kg on the block. | | |
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| | | | | | | | | | Deflection angle | Load factor | | | | 180° | 200% | | | | 160° | 197% | | | | 140° | 187% | | | | 120° | 173% | | | | 100° | 153% | | | | 90° | 141% | | | | 80° | 129% | | | | 60° | 100% | | | | 45° | 76% | | | | 20° | 35% | | | | 0° | 0% | | | | | | | | | |
| | | vWichard | | |
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